20020900 Ver 1_Site Plan_20020610

I, EDWARD T. HYMAN, JR. PLS-2590, CER7IFY, 11111111111
G' A. THAT THIS 15 OF A SURVEY THAT CREATES A SUBDIVISION 0 GRAPHIC S ALE i A SUBDIVISION OF LAND WITHIN 1HE AREA 1111111 CAR 1j,1/1~ p ORDINANCE' THAT REGUUIES PARCELS OF LAND. 111 .0~/ ~ bOk q ~
PASQUOTANK RIVER OF A COUNTY OR MUfIICIPAUTY THAT HAS AN ORDINANCE' THAT 200 0 100 200 400 800 2 : ac ~ :9 : ~ h
I, EDWARD T. HYMAN, JR. CERTIFY THAT THIS PLAT WAS DRAWN ~ tQ- CLEARING ~ ~ ~ ~ LAT WAS DRAWN FROM AN : Q AREA ~ ~ o
4g4\ ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERNSION: THA SUPERNSION: THAT THE DEED _ 1 i 0 0 1, ry
IN FEET ~ S ~ DESCRIPTION FOR SAID PROPERTY IS RECORDED IN D.B. , P. • L-2690 k~ ~ ~ N IN D.B. , P. 1HAT THE V k h
\ c. 1 i1nCh = 2O0 Npp. ERROR OF CLOSURE la 1.10,000+ ;THAT THIS MAP WAS PREPAf MAP WAS PREPARED IN ~ ,1 ' .e
~0 ' ACCORDANCE WITH BOARD RULES, WITNESS MY ORIGINAL SIGNATL 0 ORIGINAL SIGNATURE, REG. ~1 ~N ~ SITE e~ ~ ~ ~ ~ '.q ti ~ . M >002. RO 1 - g ~
NUMBER, AND SEAL THIS 22 OAY OF MARCH, 2002. ~ ~y; 0 oVN
~ ~ ,ti ~?ass 1~0, ~ ~ ~
~S NES SHOWN BROKEN WERE TAKEN FROM , ~ N EDWARD T. HYMAN, JR. ~ h
CANNED IMAGES ANf) AERIAL PHOTOGRAPHS. NORTH CAROLII EN THIS LINE CONTRIDICTS THE HIGH WATER LINE, NORTH CAROLINA, CAMDEN COUNTY P.LS. L-2690
HIGH WA R TIN SHA PREVAIL ~?S W~ D d
3?S r70. I, • IT ~ o I, REVIEW OFFICER OF CAMDEN COUNTY N15
0 NOT USE THIS PLAT FOR ti ~ CERTIFY THAT CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
SALES OR CONVEYANCES. ~ OR FINAL LOT DESCRIPTIONS, REFER ~ ~~4, STATUTORY RE STATUTORY REQUIREMENTS FOR RECORDING.
0 THE FINAL PLAT. ~Z~ e ~
' ~s? _ _ .off . PASQUOTANK RIVER - - /
UNE LENGTH BEARING REVIEW OFFICER 5Ati Op1~
Lt 113.27 S02'S4'32"E 1 ~ N11 gi j ~9 184N11b,1
L2 127.61 S00'45'Ot"E ~ 8943, ~ L3 110.07 N6T00'43"E
L4 117.64 59'57 "W ~ S 36 in ~SSS. N`~%~fi
L5 112.63 S61'58'31"W L6 83.08 S18'32"OS"W ~ 36S\ / 1~ 'Sj~
L7 143.28 S77'S9'31"W ~ w 9g 5$
LS ~ 72.96 S38'S8'33"W f z
3 ~ ~
_ CURVE TABLE _ a _ ~ N w ~ M
CURVE RADIUS L.ENGT}i ANGEN CHORD BEARING DELTA ~ . w W [r O a U 0 W
C1 450.00 44.30 22.17 44.28 S28'40'47`E 5'38'26" ni C2 450.00 62.03 31.06 61.98 S35'26'S6"E 7'53'52° N g 0 ~ a a N
C3 500.00 118.14 59.35 117.87 32'3743"W 1332'18' f ~ q `C 0. k
C4 25.Op 21.03 11.18 20.41 S63'2933"E 48'11'23" C5 50.00 127.49 163.99 95.65 S14'32'37'E 146' 5'15" ~ ro ' I ~
C6 50.OD 75.94 47.47 68.85 N77'59'16"W 87'01'28" rn ~
C7 25.00 21.03 11.18 20.41 N15'18'10"W 48'11'23" , N N N ~q O
C8 50.00 37.76 19.83 36.87 N12'S0'30"W 4376'03° THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE 6rJ 4 BOUNDARY OF THE JURISDICTION OF SECTION 4040 OF THE CLEAN WATER 436,035.60 SF 491,237.96 SF ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE 641,653.74 SF 4 651,163.08 SF 436,D35.60 SF ni 436,035.60 SF .o ~ N W p ~ W 41,653.74 SF ~ 14.95 ACRES N 10.01 ACRES ~ 10.01 ACRES m ~ I ~ ~ U .
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR 10.01 ACRES 11.28 ACRES 14.73 ACRES 14.73 ACRES ~ w ~ io g M U w ~n ~ q ~
OUR PUBLISHED REGULATIONS, TH15 DETERMINATION OF SECTION 5040 JURISDICTION MAY 8E RELIED UPON FOR A PERIOD NOT TO EXCEED FlVE (5) h ¦ ~ w ~ N S
YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING 1HE 1987 I ~ N
~ CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL. ~ I F
THIS PLAT DEPICTS THE WETLAND LIMITS WITHIN THE "INSERT AREA' ONLY, m ~ OTHER AREAS OF DEPARTMENT OF THE ARMY WATERS AND WETLANDS u
~ JURISDICTION EXIST ON THE PROPERTY AND HAVE NOT BEEN FORMALLY
DELINEATED. I I I I

(NAME OF CORPS OF ENGINEERS REPRESENTATIVE) f
m N56'40'05'E
J (11TLE) m N ~ 101.04'
N m
+O J m N N55'39'20'E
~ (DATE) I W~ N~ U m ~ w 166.04' i
tT ~ ti u
N. ~tr 24~ ~ ~317.2g'
4 '~~'5150 E 523'36'45"E-~ N60'00'40`E 118.53' ~
y1 y
"~k/ F(O~ j .n 1 0 0~ C 0 ~ N69'58'S0"E ~ 0
a F( Hf A4 (l ~ J ~ ION ~f( fV B . r,` 182.91 ~ ~ `
M ~ O ~ .•1' VV h ~ n a 181.25' 4l ^V ~ v
s, 4l 1: P w
N 52319'27' ~ 'h N E ?0 ° \ONO u' ~ 9 ~ z Ec F D++ q Q~ Z
ro~ f J a 404 WETLAND UNE TABLE ~ ~ ~ 1 ~ ~ C ~ (n INSET 'A`
~ LINE LENGTH BEARING ~ glF ~ L50 28.37 N1 9r ~ n J ~ ~ ~ ~0 tn, ~ N60'04'1TE ~ V
_ L51 28.07 N '14" 10' C3 . 394 n~ II ~ ~ • ~ 1 \ .69' 142.25' 213 - -
L52 ' : 404 WETLAND BLOWUP N ,o' -'S=~~- _-~5' ~ L53 19.43 N W n 0 8 ~ 151,E - 39#.53' I - _ 217 15.05' 50.17' Q -.53'- ~ 2 - - f ,
o ~ I -e. - _ o L54 ,9.3D r ~ I N SET A - N - - 713.22 ~a S25'S1'34"c - .35,41•E °
S31'30'00°E j~t•1g S25'S1'34"i N 1.55 22.78 N4 ~ i r ~2 E L58 25.22 " , SOALE 1 50 198.88' ~ 539'235..-•- 61 S3'~ p ~
0 L57 19.14 N '11'W U ~ ~ Ga L58 53.22 ~ m z
~ ~ ~ UPLANDS o ~ ~w ai
t SHADED AREA TO BE FILLED o ~ WITH IN THE WETLAND AREA cn o N
TIEUNE ONLY) ~ v' N 1A ' ( 109.87 3,670.90 S0. f3. f m z O ~ O
0 533'0922"E _ ~ _ ~ c~i - p N ~ ~ Q J O
TOE OF $L '21'W O ~ ~OPE A I ~ - ~ rp ~ooo .o ~ ~
c ~ . ~ ~ - ' k,1~i- c~ ~ ' ~ o~` ~ o ~ °~F 0
~ ~ ,,h' ' P' . SET 1 /2" rn rn Pk ~REBAR ~ ono ~
~ PROPOSED OPOSED 450,940.15 SF ~ (50' R L51 ~ ~ (50' R/W UPLANDS a ~ 456,: ) m 10.:75 ACRES a 1 V9g V qy ~ a 45s, D7.7o sF F ~F Q~L~i/~WU
I ~av' 0 10.4i~ Y~.a'. ~ S `k ~ ~ O J 10.43 ACRES ~ ~s rn PROPERTY LINE ~
~ `B° L52 TOE OF SET 1/2" ~ ,N rn
~ "B" REBAR N ~ ~ N o APPROXIMATE ~
a UPLANDS 4A q ~ ~2 t m ~ L57 _ WETLAND LJMIIS ~J Q
~ 6 A n ~ \ L56 _ _.1--~ i 30.32 FLOODZONE LINE
N ~ l-1>~N 4 5 ELiNE ONLY) o ' L55 , _ g4.94 ~ R/W L1NE
EuNE iv 7A (TI ~ 669.00' _ 669.00' Q SET 1/2' REBAR
o ` ~ 1338.00 ~ ~ 530'15'41"E 1338.00 FOUND MONUMENT 0
al ~ UPLANDS m UPLANDS ~ NO POINT FOUND OR SET
E ~

E

ii
• - -
1434.04 J PASQUOTANK RIVER ~ GRAPHIC SCALE ~ ~ ~ a o~
~ ONES SHOWN BROKEN WERE TAKEN FROM No, - oo~ a~ ~ ?3g. 200 0 loo xoo +a0 ~ ~ 'n ,
IMAGES AND AERIAL PH070GRAPHS. N35'45'56~ SCANNED WHEN THIS UNE CONTRIDICTS THE HIGH WATER UNE, _ ~0'w ' i ~ o n ~ ,yam
THE HIGH WATER UNE SHALL PROVALE. k~~ vv T. 3 p N 0 0
~ ~ b N
• kb~' 1 1 inch = 200 ft. , ~ i ~o ~o
ab° 6 5 1 ~ ' ~ ~ ~ ~ ~ ~ . M
47 ~ ti ~ ~ a b ~ p U ,
k~~ V '0 ~ \ M
~ N ry
d ' d J F~ ti h w N
R

/'S k tijo
1~~ k~~ ' ~ ti ?f~, 1 j1 I I I
c ~P.
w y, 6• v : • ~P~'
v ~:0~ ~ r:
N a A RIVER Q Q t0 a PASQUOT NK N
\ 'tW I ,,."b ~ ~Or O;
w v \ ~,P• Q:
9 ~e to
~ 11111111j/111
v
+3 3 ao a h ~ d w N h
,can ~o ' ~ O q N
ti~O X83' ~ ~ ~SZ ~ , ' \ ; ~ 0 ~ 41
~ •6 0~15`E a~ c3 Q. O N
9 y ~ ~ \ K 0., 4' q e 4 ~
~9 0 N
N q O C7 O I,t] O ~ #
~ 178, S16~T ~ w (V ti h N W tl~ W
X32 y L36 s~ J\9 groUw~n=q ~
~9, ~`~1.~ S
~y cv
Cis ~3~ F
~~s ~r, ~ ,j~
bo. •s~. ~tr, ~3
CLEAPoNG ~o AREA s~ I
4
\1k W
f ~ M SITE i ~ 6~
I ~ g . ,ti
~ ° ~ i ,?des .3 LINE LENGTH BEARING 1~
x eA .o~ L9 122.99 $82'05'28"E ~I U 0 85.83 0'03'02"E
/ ~e I o, ,m L11 89.35 58498'51"E
D ~ e L12 81.17 S41'50'D8"E Li3 146.30 S41'07'51"E ~
L14 74.19 '53'15"E S5
N1S v~ ~ L15 53.61 $10'54'10"E ~ Q,
.41 L16 95 $48'39'58"E L17 129.95 $79'09'06"E ~
~3 .'h L18 48.83 S3T37'33"W ~ y 1 M O 0
~ A ~p U 9 95.38 114 1 ~ Q L20 87.38 0 "
V L21 75.49 7' ~ Q"i o t,, V
--bb~ 3 ' L22 81.33 'S ' "W ~ " 1
n /.'S ~ . L23 88.17 '19"E w L24 93.93 N86'38'37"W ~ ~ q
O ~ ~ ~ w N O~ ~ 10 w ri (p L25 95.79 $21'29'16"E '
n L28 69.41 S04'58'40'E 7 95.06 91' "W ~ O L2 SOt 26 Q~ V
~ ~ ; L28 108.58 N32'46'21"E
n ,a ~ o L29 108.18 N52'29'40"W O
g ti J ~S ~ I L30 107.37 565'38'09"W L31 113.54 N82'05'i "W
S , 'a\ ~ , ~g N xy 49a ~ F 5 5. / L32 56.79 $77'09'02"W
N \ 3g 4 \~j~ ~ 5, ' 134? L33 122.50 $52'49'32"W g 3 6 L34 56.31 $42'15'03"E
o ~ 133.1 1229~~' \S9• L35 80.42 $14'43'00"W T%7 Lip L36 139.08 538'36'03"E
190.46'
~ ~8y- ~ S28'27 46 E l25 L37 138.33 $06'50'10"W L38 70.18 $30'13'06"W
i ~ , Ah ~ L14 L39 145.17 506'05'39'
o N~ ~ ,o: ~ m ti9~g ~ L40 109.67 $87'33'28"W ~ ~j L41 114.26 $88'55'37"W
v W~ ` "~6~ l42 51.20 $70'06'52"W a1- X13
~1y%~a ~ ~ ~ X16 S 11w~,a L43 90.28 582'49'14"W
p v J' I6 5 L44 75.21 S60'29'20'W L45 55.36 N73'10'05"W
c L46 80.82 N52'04'40"W
~ L2s s , , i 19i~`~SS A1;10 L47 45.89 N19'21'08"W L48 123.62 N50'08'02"W
\A %11 E ~ s~ L49 52.78 N80'19'S3"W
~ ~
- ~ ti/ti P,OSS SECTION "B" -"B" C
CROSS SECTION A A ti~ SCALE 1" 10'
N SCALE 1 10 °3~'~~s•
n 50' RAW o ~fi 94.00' UT - 36" CU y~RT, CUT ~ - 1.00
r 20.00' 10.50' 165, 2 E C .u FILL
OPE C lg ~ ~3 r s51 3;~ ~ 3.50' FlLL AREA ~~Ag3
h'Z/ c m
E
y 'c
m f
_

~p ~ I, EDWARD T. HYMAN, JR. PlS-2690, CERTIFY, TIFY,
GRAPHIC SCtil~E A. THAT THIS IS OF A SURVEY THAT CREATES A SUBDIVIS10 RTES A SUBDIVISION OF LAND WITHIN THE AREA ~
PASQUOTANK RIVER OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE TH 200 o toa zoo aoo e0o ~ AN ORDINANCE THAT REGULATES PARCELS OF LAND. '~~•~AR~( 0~
o~'•ESSI• •~ti 1~ ~ . pF 0~ .9 ~ ~
i, EDWARD T. HYMAN, JR. CERTIFY THAT THIS PLAT WAS DRA 4Sq ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERVISION: IIS PLAT WAS DRAWN FROM AN J ~ by CLEARING - ' ~ SEAL ~ • - AREA h MY SUPERVISION: THAT THE DEED - y ?
4s IN FEET ~ \ DESCRIPTION FOR SAID PROPERTY IS RECORDED IN D.B. , tDED IN D.B. P. .THAT THE L-2690 343 'v ~
1 inch = 200 ft. Nap ERROR OF CLOSURE IS 1:10,000+ ; THAT THIS MAP WAS PRE 0. X~ PHIS MAP WAS PREPARED IN .,~(,O ~ ~ 1
\O ' ACCORDANCE WITH BOARD RULES, WITNESS MY ORIGINAL SIGN Ow MY ORIGINAL SIGNATURE, REG. '.~n S~R•'• N SITE r
NUMBER, AND SEAL iH1S 22 DAY OF MARCH, 2002. H, 2002. ~.qR MP~;~ ~ ~ ti~ z '~,Q;Ts HY m S ~
p~ oh 5 sR 'z ~ ~2 ~ ~ '
2e3J~ ~ LINES SHOWN BROKEN WERE TAKEN FROM ~ 6 ~ s ~ 5~ 26vS R ~ ~ a
SCANNED IMAGES AND AERIAL PHOTOGRAPHS. ~ ~ NORTH WHEN THIS LINE CONTRIDICTS THE HIGH WATER LINE, A EDWARD T. HYMAN, JR. ~ ~ NORTH CAROLINA, CAMDEN COUNTY , P.L.S. L-2690 ~
THE HIGH WATER LINE SHALL PREVAIL. ~ ~ ~2S ~ , , ,z, ~ 1 „ 1 .1 ~
S 1, _ ,REVIEW OFFICER OF CAMDEN COUNTY L J JLIu J ~ L/f~;_ R ~ o
DO NOT USE THIS PLAT FOR ~ Ie ~ CERTIF` CERTIFY THAT THE MAP OR PLAT i0 WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL NTS
SALES OR CONVEYANCES, I \ FOR F1NAL LOT DESCRIPTIONS, REFER STATUT STATUTORY REQUIREMENTS FOR RECORDING. ~
TO THE FINAL PLAT. ~T~
PASQUOT.ANK RIVER
2620 LINE LENGTH BEARBEARIN~ ' REVIEW OFFICER ~
L1 113.27 _ 502'54'32"--E~~ L2 127.61 S00'45'Ot"EI ~8\ hi /p1 ~A N1T. 68~ Zg0
9. q3, L3 110.07 N6T00'43"E Bg q3~ 0 ~0. ~ ,
L4 177.64 859'5736"W ~ p' ~j 1 \555 0 , ~5~ 5% ~ 6 I
L5 112.63 861'88'31°W ~ ~ - - L6 83.08 818'32'05"W 3g5\ / 296 5> ~
U 143.28 87759'31"W v+ ~rg50
L8 72.96 838'88'33"W ~ f 9 zl
N
CURVE TABLE ~ cn W ~ 3 ~ ~ a a w ao ni I ~ ~ M
CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA _ C1 450.00 44.30 22.17 44.28 528'40'47"E 5'38'26"I ~ N f~l O
~ _ _ C2 450.00 62.03 31.06 61.98 835'26'86"E 7'53'52" a
C3 500.00 118.14 59.35 117.87 N32'3T43°W 13'32'18" f ~ r-- N
C4 25.00 21.03 11.18 20.41 S63'29'33"E 48'11'23" W CS 50.00 127.49 163.99 95.65 Si4'32'37°E 146'05'15" ~ ro
C~ - ~ _ C6 50.00 75.94 47.47 68.85 N77'59'16"W 87'01'28" I
~ C7 25.00 _ 21.03 11.18 _ 20.41 N15'18'10"W 48'11'23" N N N ~ O
~ _ CB 50.00 37.76 _19.83 36.87 N12'50'30"W 43'16'03" 6 5 4 4 ~ 3 2 w ~ ~ o.~ o~
436,035.60 SF 491,27.96 SF 641,653.74 SF 1 D.Oi ACRES 11.28 ACRES 14.73 ACRES u 651,163.08 SF 436,035.60 SF 436,035.60 SF ~ ~ 641,653.74 SF - 14.95 ACRES ~ 70.01 ACRES ~ 10.01 ACRES t0 ~ ~ z 14.73 ACRES ro m i ~
~ ~ ~ n w
N O Q~ O N
~ ~ ~ m I I (7
w } a 0
U
~s 1 T ~
r
~ _ ~ w o N56'40'05"E N ~ 101.04'
o ~ z a
~ ~ h'~A N m ? N N j ~
' ~ _ nJi N55'39'20"E J ^ m ~ fT1 ? 07
N ~ ~ ~ ~ o m ? ~ u 166.04' ° < `D
a1J` s ~ ~ W i ~ T
~ ~1 241.30' a_ _ 317.pg~ ~~1 1'50"F 523'36' ~ I
~ S36'S 45'E N60'00'40"E I ~ l 118.53'
~ FZO 2~ J
OD ZOIy ~ ~ ~ CQ N69'S8'S0"E ~ ~ ~
° ~ I ~ BLOOD ~ Aq (f ~o ~ ?ONF C ~fV 6) ~O 182.91' ~ ~ ~
I_, 8 0 _25_' ~ ~ ~ `~0 ~ ~ ~ ~ o f~~
523'1 ~ ~ 9'27"E '7 ~ ~0 ^ N cn ~o v
pia apa WETLAND LINE TABLE ~ ~ ro ~ ~o v 0 l0 ~ ~ G ~ oa ' FAO ZONE ~I ~ i^ ~~O D ~ 1r
LINE LENGTH BEARING - - 10- p° 0 ~ ti~ INSET °A" ~ ~ ~ ~
_ X50 28.37 N13'3T23"E ~ L57 _ 26.07-__ N23'48'14"E' \ ~ ~F` ~ rn~ I ~ N60'04'17"E ~ ~ u ~
C3 _ L52 26.56 N3723'36"E ~ ~ ~ i ~ ~ ~ ~ L ~ V Y7 i'~ ~V ~ 151 10' _ ~ - - - 394 - - _ 394.53' _ _ 213.69_ _ 74225' ~ 217.53' 215.05'__ 50.17
- X53 19.43 N03'02'S3 W ~ ~ 8~j 15~~10~ 30219 L54 19.30 S65bT34"E1 I, ~.I ~ r ~ _ _--8 ~ ww,,
_ ~ r J ~ H - ~ N39'23'S2 _ 8- $ _ ~ _ y~55 22.6 Na3'35'as"E _ „ , S31'30'OD E _ _ _ , 3D21g S25'51'3 L56 _ 25.22 _ N30'S2'59"E ~ ~ ~ ~ j 3'52 E 13.22 ~a 'V ~
~_57 - , " 5 ~ ~ 198.88 839 ~ 9 4 N20'00'i , W ~ ~ ~ . G~` - 615 - 834'35' 41 "E O U I r^ ~
L58 53.22 N5g•pg'} E m Z ~ r
JPI ANDS o SHADED AREA 10 BE FILLED ~ o n 4 ° 'I
r _ i v~ WI iH IN THE WETLAND AREA O ~ (TIEL',NE ON~ ~ 5 3,670.90 SO. F7. f ~ I ~ N z I I
833'09'22"E _ 09.8_ ~ ~ ~ w i - - p N
- _ r0F OF SLOPE '21"w o ~o
50~ --A 4 20 j f qq 0 I ~1.i o ~ I
S1 SET 1/2" ~'i rn m I ~°o °ti m ~
°ROPOcEr PROPOS REBAR ~I w 150' R;'W~ I 'psi ~ L5~ (50' R WD UPLANDS ~ ~ 450,940.15 SF ° F~ I ~l) 8 ~0 9 tiF
r ~ ~A ! ~ rn °i 10.35 ACRES 45E f r-___ ° 10 a5s,so7.7o sF 10.48 ACRES ~ F~ ~a..
"B" X52 TOE OF SLOPE _ T ~ ~ o A~~ ..B„ SE ~i2 SJ i '8"` t~G ; 07 PROPERTY LINE
REBAR N c'.y x,.53 _ 2 cn A O
~ ~P~ANDS 4A p ~5 ~5~ - o - - - - - - - APPROXIMATE C..:`: WETLAND LIMITS
X56 6 L54 _ _ ~ \ 30.32 _ ~
1 ~ ,•5'36 ~ pNL~~ _ _ - ~ N a (11E'JNE FLOODZONE LINE
~55 ~ " g4 94 "W RAW LINE
N3g•58~7" c ONLTi ~,~F,;tJ~ 669.00' 669.00' Q SET 1/2" REBAR ~'i ~I
- ~ S30'15'4?'F 1338-OC X338-00 ~ FOUND MONUMENT
~p A!vD~
~jPl ANDS ~ NO POINT SOUND OR 5ET I
III
_ *~a~r~

_ - ~
PASQUOTANK RIVER ~43a.o4' _ - ~ ~ GRAPHIC SCALE a
LINES SHOWN BROKEN WERE TAKEN FROM ~ SCANNED IMAGES AND AERIAL PHOTOGRAPHS. N35'45'56 W ~ X02• ~a . a X35• 200 o ioa soa 4ao eoo ~ ;
WHEN THIS LINE CONTRIDICTS THE HIGH WATER LINE, ~ .w \o' ~ ~W
THE HIGH WATER LINE SHALL PROVALE. ~ b
~1~~ /•56/ \ ~ , ~~~o • IN FEET ~ ~ ~
6~ kO 51 \o ( ~ 1 inch = 200 ft.
~ 6 u~ 1
l43 ~qO ~ ~q6 ~ ~a
ahr c,
v ~ ~ ~ ~ \ 'rd
v \ ~ r J i,~ v rJ
4:
n ~ o
h~ ti
ti \02 Rso1 ,,~~~~rUntrrrrrr
• \F rr.
^i a J p, dn;.
~ ~ L 2 :'~P 6 0. p
n! a J~ ~ ~ Q:: ~ ~ ~ 1-'
n PAS UOTANK RIVER = Q Q 10 ~c Q . U :N W N v1. \ :u~ ~
a V
o
Q c9 Ci~~ ~Q, rrrrrrnurrrr~~~,`
3 .o`O~ 3 x ao a
hry`°`83' a ~ _n a \ w m N ~
° 520' , r ~ 6 3a't5~ ~ N O
.hg C3 i
N

N
1)~8, N ~
5165'3 ~6 ~?E ~3 S O ~ N N \
6 ~S N _ II - I
~~A6 ~ w
0 0 N
~`AS ~3~ 0 1~~ S~ is ~ F
S\~ ti ~
CLEARING d
AREA s•. O
343
11k r ~ ~ ~ w
~ SITE ~ ~ 1~
~ Q ~ ~ S~ A Z ~ ~ ~2
ss .~r LINE LENGTH BEARING
5 6v .O~ . L9 122.99 S62'05'28"E
/p~ ~ L10 85.83 S20'03'02"E L11 89.35 584'16'51"E ~
_ ~ ~ _ ~ i ~ Li 2 81.17 541'50'06"E
~J r ~ , NTS. L13 146.30 S41'0T51"E L14 74.19 552'53'15"E .
L15 53.61 510'54'10"E 1i T
L16 95.41 548'39'56"E
.~~N U7 129.95 _ S79'09'D6"E ~ ~ ~ L18 46.83 S3T3T33"W ~ v
/Ory a L19 95.38 S11'4T21"E ~ ~
~~/gyp L20 87.38 S20'28'S6"E ~
n ~ L21 75.49 S0T5T09"E ~ ~ ~ L22 81.33 S26'S9'03"W
i~~ •a~ L23 88.17 S35'26'19"E V ~ ~
`O /N v L24 93.93 N86'38'37"W ~ L25 95.79 521'29'16"E
~ ~ n s. . ~ L26 69.41 S04'58'40"E ~A
~ 01 m o s L27 95.06 S01'11'26"W ~ r
~ o. o w L28 106.58 N32'46'21"E ~ L29 108.18 N52'29'40"W '1
~ , N ~ N ~AQ\ L30 107.37 565'38'09"W
o ~ Vii, 19 ~ j . 29~ L31 113.54 N82'05'12"W ~ r L32 56.79 57709'02"W
o~d6, 9B, F~I3$•45'45'1 J4 L33 122.50 552'49'32 W
• X15 133 c 8 ~9 ~ ~6' L34 56.31 S42'15'03"E ~r
o ~~6y-- 190.46' 12~9~~.,~~ ~ \S9~ L35 80.42 514'43'00"W 2 10 ~1'0''- L36 139.08 538'36'03"E
~ S28'27'46"E~ L25 LL L37 138.33 SO6'S0'10"W
~ - '1 ~ L38 70.18 530'13'06"W
a a ~ ,rn. ~ n5, X12 L39 145.17 506'05'39"E 15/,59 ~ L40 109.67 58733'28"W
s U', ~ L4i 114.26 S88'S5;37"W
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